Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure

Opening Date

21 Aug 2019

Closing Date

26 Aug 2019

Tender Amount

₹ 40,50,000 
Notes
Download

Costs

Description

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BOQ Items

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Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503 including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T (bitumen issued departmentaly as per Schedule C attached)

3375

33750

10

... More
Providing laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finish to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T (bitumen issued departmentaly as per Schedule C attached)

3375

479250

142

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T (bitumen issued departmentaly as per Schedule C attached)

3375

178875

53

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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (SI. No. 251) but including all material, labour, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding GST.

35

3850

110

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Laying and compacting dry O.B.B. 40mm. Gauge in foundation in layers of not more than 15cm. Thickness including local sand, in ratio 2:1 as per direction of Engineer-in-charge (New Item No. - 1 Ch-5) but including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T.

3.5

3850

1100

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Concrete with 4cm Gauge stone ballast coarse sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors (SI. No. 281) but including all material, labour, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding GST.

0.48

2640

5500

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M-150 brick work in one part of cement and three part of approved coarse sand in foundation and plinth (SI No. 307) but including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T.

6

28800

4800

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12mm thick plaster with one part of cement and three part of approved coarse sand minimum thickness not to be less than 1 cm. (SI No. 583) but including all material, labour, cess, T&P, machinery, royalty and all taxes etc. complete direction by E-I/c but excluding G.S.T.

28

5320

190



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